ACI STRUCTURAL JOURNAL TECHNICAL PAPER
Title no. 105-S57
Mechanism Analysis for Concrete Breakout Capacity
of Single Anchors in Tension
by Keun-Hyeok Yang and Ashraf F. Ashour
A numerical technique based on the theory of plasticity is developed (20 in.) because it was developed from limited anchor size
to predict an optimum failure surface generatrix and concrete and embedment depth. Primavera et al.5 concluded that
breakout capacity of single anchors away from edges under tensile concrete breakout capacity of cast-in-place anchors in
loads. Concrete is regarded as a rigid, perfectl